9908 18TH AVE W 2022 Plans 2025-03-28

O d z z O 233'-4" a ca 8" L 11 PLANK @ 4'-0"=441-0" 1'-0" L 12 PLANK @ 4'-0"=48'-0" 1'-0" L 11 PLANK @ 4'-0"=441-0" 1'-0" L 12 PLANK @ 4'-0"=48'-0" 1'-0" L 8 PLANK @ 4'-0"=32'-O" L 12'-0" L 8" g H z t= s 12-1/2"THICK HOLLOW S 5 CORE PLANK LID.TOP 7 d c 1 1 17 OF LID EL 54804 S1 17 0 y s S3 53 5 --- ---- -- -- -- -- -- - -- -- - --- ---- ---- -- - -- - -- '` - -- -- - --- ---- -- - ----- > -- - -- -- -- ---- --- ---- -- - --- - -- -- -- -- - a cci cS i6 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ :❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ :❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ :❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ :❑ ❑ ❑ ❑ ❑ ❑ r❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 6 cam � 6 6 13 1g'_ LL 8 o S3 T ❑ 1 8 ITOV=54700 8 12-1/2"THICK HOLLOW 8 1 g ❑ ❑ 8 51 TYP THROUGH 7 - CORE PLANK LID.TOP 51 7 _ 70 OUT VAULT. 10 ❑ ❑ 6 OF LID EL 548.04 1p 10 o 8 9 53 8 �-3� 8 S3 8 8 99 11 o n RA GRA o N c4 17 s o N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� ❑ ❑ ❑ ❑__❑_''❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑1311 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ;'❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ '❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ '❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o - -- -- - --- - - --- --------- -------- - -- -- -- -- --- -- ----- -- -- -- -- -- -- -- -- -- -------- --------- -- -- -- -- - ---- -- -------- 18 �. . 3 .................. 7 5 17 S3 S7 53 12 10 4 p { 0 z 0° 102'-0" 981-0" 20"0" 101-0" v W VAULT LID PLAN x o�w _g SCALE NTS 0' 4' 16' m 3 233'-4" O�'S 8" 232'-0" 8" 36'-0" B0'-0" 80'-0" 36'-0" O`l P�NSI J.KOS A 1 A 150V=536.60 A 1 A 2 ,?~ 2 14 S3 S3 S3 TYP @ NORTH CELL 14 S3 2 S3 S3 14 5 S3 4 53 F60x12 PERIMETER F6Oxl2 52 S cf�RAL 5 SXO L r __________ __________ ___________________ _______ _______ ___ _________________________ _________________________ _____________ _ ___ ___________________ _ _ __________ _ ry w 6 a -5407t, 6 � _ a � x IBOV-536.45 °' S3 3 IBOV=536.45 "., - v m F28x12 LOWER FTG @TOP OF WALL F28xl2 LOWER FTG `- ------------ ----------- --------------- --- -------ER FTG --- ---- ------------------------- --- ------------------------------------ ---- ----- ------------ -- - - -- ------------ "- ----�«------------------ -------------------- ------------------------------- ---- ------ ---------------- 4 --------------------- o = O r� «�� «�T ��«<�------- _ems- - F24x12 UPPER FTG r' r F30x12 4 F24x12 UPPER FTG �' ~~ aD J Z 4 4 14 5 o RI r-- 14 5° THICK CONCRETE 5 RI 14 I' o "' S3 Ir' �I S3 rl �1 53 IBOV=541.20 -I I _ f -- o SLAB ON GRADE TYP �I TYP @ SOUTH CELL �1 g 0 4 F30x12. -, 4 f Q 3 YG S3 \ a SOUTH WALL 53 L__ ______________________________ _J L_______---_______ ____ __________ __ _J L - __ ---_______----_______- -J L_ ______--____ __- S3 2 A F2412 3 A A F24x12 3 A Q 53 53 53 53 53 53 4'-0" 96'-0" 4'-0" 96'-0" 4'-0° 16'-0" 12'-0" 8" /� Z 44'-2" 8" 48'-4" 8" 44'4" 8" 48'_4" 8" 44'-2" W �p��f c d ~ W VAULT FOUNDATION PLAN ' SCALE NTS 0' 4' 16' W � a � 3 � L W w 1 W PLAN KEYNOTES LEGEND o 0 MID-DEPTH OF THE SLAB.SEE 2/S1 FOR REINFORCING PLACEMENT DETAIL. VAULT WALLS OR CAST 1N PLACE LID.LOCATE BLOCKOUTS APPROXIMATELY AS SHOWN ON THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE N I DIMENSIONS & ELEVATIONS 1. 5"THICK CONCRETE SLAB ON GRADE REINF WITH#4@16"o/c EA WAY.PLACE ALL REINF AT 9. PROVIDE BLOCKOUTS IN THE EDGE CELL OF THE PLANK PARALLEL TO THE PERIMETER IBOV INSIDE BOTTOM OF VAULT TOP OF GRADE SLAB 2. C.I.P.CONCRETE WALLS AT THE PERIMETER&INTERIOR OF THE VAULT.SEE WALL SECTIONS THIS PLAN,SEE WALL SECTIONS&DETAILS FOR REINFORCING 1TOV INSIDE TOP OF VAULT LID I BOTTOM OF THE LID I FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE FOR THICKNESS&REINFORCING.PROVIDE ADDED REINF AT PIPE PENETRATIONS AS SHOWN 10, 5'-0"x10'-O"OPNG TO RECEIVE RAISED OPEN METAL BAR GRATING w/INTEGRAL 36"46"HINGED DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, IN 3/S1.PROVIDE REINF @ ALL WALL CORNERS AS SHOWN IN 4/S2. ACCESS HATCH AND LADDER RUNGS.SET TOP OF GRATING 9"ABOVE HIGHEST ADJACENT AND SHALL NOTIFY BOTH THE CIVIL&STRUCTURAL ENGINEERS IN FINISHED GRADE.SEE A/S4 FOR GRATING&CURB ASSEMBLY GRATING SPAN DIRECTION WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND cl) 3. THICKENED SLAB FOOTINGS TO BE CAST WITH THE GRADE SLAB.SEE WALL SECTIONS FOR THESE DWGS PRIOR TO CONSTRUCTION. REINFORCING. 11 HATCHED AREA REPRESENTS A 24"WIDE x 12-1/2"THICK CAST IN PLACE CONCRETE BM. CIP CONCRETE WALL.SEE 3/54. J 4, 8"THICK KNEE-WALL.REINF w/#5@12"o/c HORZ.AND VERT.PLACED AT THE CENTER OF THE ______ Q m m 12. ADD .PLACE @ S S WITHIN THE WALL ON THE INSIDE FACE d AT THE TOP OF THE WALL.PROVIDE 121-#5 HORZ AT THE TOP OF THE WALL d 121-#5 VERT AT THE FREE ENDS J O m a OF THE WALL.EXTEND VERT BARS 11"INTO THE 12-1/2"THICK LID CLOSURE POUR.SEE 4/91 WALL.PLACE BAR AS SHOWN ON THE PLAN. ______ CONCRETE SPREAD FOOTING FOR FOOTING INFORMATION. 13, 12-1/2"THICK CAST IN PLACE CONCRETE LID.SEE 6&7/51 FOR REINF DETAILS. J H F24x12 24"WIDE x 12"THICK FTG SEE 3&4/53 14, 44 THRU WALL PRESSURE RELIEF VALVES.SEE WALL SECTIONS AND STANDARD NOTES FOR Q ~ n 5. PIPE INLET OR OUTLET TO VAULT.SEE CIVIL DWGS FOR PIPE DIAMETER,LOCATION& Q INVERT ELEVATION.SEE 3/51 FOR WALL REINF @ PENETRATION. REINF AND DETAILS. F32x12 32"WIDE x 12"THICK FTG SEE 2/S3 Z_ Cllz 15. 24"o OPENING THRU CAST 1N PLACE LID.CUT NO MORE THAN 2 TYP SLAB REINF BARS EA F60x12 60"WIDE x 12"THICK FTG SEE 1/53 DIMENSIONS & ELEVATIONS �. 6. 24"DIAMETER OPNG w/KNEEWALL TO ACCEPT RISERS,LADDER,RING AND LOCKING MANHOLE O to R1 DIRECTION AT OPENING, F3Oxl2 30"WIDE x 12"THICK FTG SEE 4/51 THE CONTRACTOR AND HIS SUBCONTRACTOR SHALL BE RESPONSIBLE LL COVER PER CIVIL DRAWINGS.SEE 5/51 FOR LID REINF AT OPENING. K5 m < 16. 121-#5@3"o/c DIAG BARS TOP AND BOT AT MANHOLE OPENING. F28xl2 28"WIDE x 12"THICK FTG SEE 5& 6/S3 aZf IJ C m 7. 12-1/2"THICK PRECAST HOLLOW CORE PLANK.SEE DESIGN CRITERIA NOTES ON SHEET 51 FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THESE o H m FOR PLANK LOADING REQUIREMENTS. 17. #5xl8"x36"CORNER BARS @ EA HORZ WITHIN CLOSURE POUR.SEE 14/S4 FOR PLACEMENT DRAWINGS WITH THE CURRENT PERMITTED SET OF CIVIL DRAWINGS, w y- DETAIL.PLACE HOOK HORIZONTALLY. a FOOTING STEP&WALL JOINT REINF.SEE 10&12/S4 AND SHALL NOTIFY BOTH THE CIVIL&STRUCTURAL ENGINEERS IN 8. POUR SLOTS IN THE TOP OF THE PLANK.MANUFACTURER TO PROVIDE A MINIMUM OF 2 WRITING OF ALL DISCREPANCIES BETWEEN THE CIVIL DWGS AND o'a SLOTS @ EACH END OF EACH PLANK.PLANK MANUFACTURER MAY REQUIRE GROUTING OF 18, 12"o OPNG THRU WALL FOR ACTIVE VENTILATION DURING VAULT SERVICING.SEE 14/54 FOR 44 PRESSURE RELIEF VALVE THESE DWGS PRIOR TO CONSTRUCTION, SHEET: 4 O ADDITIONAL CELLS BEYOND THE MINIMUM SHOWN,THE GENERAL CONTRACTOR SHALL VENT DETAIL. < ': INCLUDE GROUTING OF THESE ADDITIONAL CELLS IN HIS BID,SEE WALL SECTIONS FOR C REINFORCING. S20F 4 S-22-070